| Type 3 INCHES | Type 1 INCHES | ||||||
| Diameter of siphon | A | 3 | 3 | 4 | 4 | 4 | |
| Diameter of outlet | B | ||||||
| Drawing depth | C | 13 | 15 | 14 | 17 | 5 | |
| Depth to floor | D | 17 | 17 | 19 | 22 | 15 | |
| Height above floor | E | 13 | 13 | 15 | 18 | 19 | |
| Clearance under bell | F | ||||||
| Inside bottom of outlet, to discharge line | G | 19 | 21 | 20 | 25 | ||
| Discharge line, to top of wall | H | 6 | 6 | 8 | 8 | ||
| Depth of outlet sump | I | 13 | 13 | 11 | 12 | ||
| Length and width of outlet sump | J | 18 | 19 | 19 | 18 | ||
[Transcriber Note: The data for Type 1 Siphon has been added to the table.]
Fig. 24.—Three types of sewage siphon. The table gives dimensions for setting standard 3 and 4 inch siphons; also the appropriate size and grade of the sewer to carry the siphon discharge
The overhead siphon, type 3, [Figure 24], may be installed readily in a tank already built by addition of an outlet sump. If properly set are handled, sewage siphons require very little attention and flush with certainty. Like all plumbing fixtures they are liable to stoppage if rags, newspaper, and similar solids get into the sewage. If fouling of the sniffing hole or vent prevents the entrance of sufficient air into the bell to lock the siphon properly, allowing sewage to dribble through, the remedy is to clean the siphon. Siphons are for handling liquid; sludge if allowed to accumulate will choke them.
Submerged outlet.—The purpose of a submerged outlet is to take the outflow from a point between the sludge at the bottom and the floating solids or scum. The outlet in [Figure 23] may be readily made of sheet metal by a tinsmith. Wrought iron or steel pipe with elbows or light lead pipe may be used, the pipe being set in the concrete and left in place. Sometimes a galvanized wire screen (¼-inch mesh) is fitted over the inner end to prevent large solids leaving the settling chamber and possibly clogging the siphon or distribution tile. If a screen is used it should be easily removable for cleaning.
Manhole frame and cover.—The frame and cover shown in [Figure 23] are stock patterns made of cast-iron and weighing about 250 pounds per set. The cover is 21 inches in diameter; it is tight and, on account of its weight, is unlikely to be disturbed by small children. The frame or rim is about 7 inches high and 31 inches in longest diameter. If desired, light cast-iron cistern or cesspool covers obtainable from plumbing supply houses, homemade slabs of reinforced concrete (see [Figure 25]), or wooden covers (see [Figure 21]) may be used.
Fig. 25.—Homemade reinforced concrete covers. (1) Slabs placed crosswise permit uncovering the whole tank for cleaning, but as inspection is somewhat difficult, cleaning is the more likely to be neglected; (2) manhole, 18 inches square; cover, 22 by 22 by 3 inches thick, easy to make and to slide or lift from the opening
Overflow.—The purpose of an overflow is to pass sewage to the distribution field should the siphon stop working. The overflow ([fig. 23]) is a 3-inch riser pipe with top 3 inches above the discharge line and the bottom calked or cemented into the side outlet of a T branch. The run of the T branch should correspond with the size of the sewer from the tank to the distribution field. If this sewer is 4-inch pipe, a 4 by 3 inch T branch is used, the 4-inch spigot end of the siphon being calked or cemented into the branch, as shown in [Figure 23]; if the sewer is 5-inch, a 5 by 3 inch T branch is used and connected to the siphon with a 5-inch to 4-inch reducer (in vitrified specials the equivalent is a 4-inch to 5-inch increaser); if the sewer is 6-inch, a 6 by 3 inch T branch is used and connected to the siphon with a 6-inch to 4-inch reducer.
Concrete work.—Before excavation for the tank is begun, two wooden forms should be built for shaping the inside of the settling and siphon chambers. In most instances the ground is fairly firm, so that the lines of excavation may conform to the outside dimensions of the tank, the back of the walls being built against the earth. The forms may be made of square-edged boards, braced and lightly nailed, as shown in [Figure 26]. The forms should have no bottom. If it is desired to lay the sides and covering slab in one operation, the top of the forms must be boarded over. All pipe and manhole openings should be accurately placed and cut. The faces of the forms may be covered with paper or smeared with soap or grease to facilitate removal later.